1. Barros, M.H.F. Ahmad, S.H. and Marques, C.S. (1990), “A non‐associated elasto‐plastic model for concrete”, Proceedings of the Int. Conf. on Computer Aided Analysis and Design of Concrete Structures, Ed. Bicanic, Mang.
2. Ceb‐Fip, Model Code (1990), Design Code, Bulletin d’Information, No. 203‐5.
3. Figueiras, J.A. (1983), Ultimate Load Analysis of Anisotropic and Reinforced Concrete Plates and Shells, PhD thesis, University College of Swansea, Swansea.
4. Lee, J.S. Pande, G.N. and Middleton, J. (1993), “Numerical modelling of cracking in masonry structures”, in Pande, G.N. and Middleton, J. (Eds), Proceedings of the 2nd Int. Symp. on Comp. Meth. Struc. Masonry 2, Swansea.
5. NUMERICAL SMEARED FRACTURE ANALYSIS: NONLOCAL MICROCRACK INTERACTION APPROACH